BS EN 12697-42-2012 Bituminous mixtures Test methods for hot mix asphalt Amount of foreign matter in reclaimed asphalt《沥青混合物 热混沥青的试验方法 再生沥青中粗杂质的数量》.pdf

1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationBS EN 12697-42:2012Bituminous mixtures Testmethods for hot mix asphaltPart 42: Amount of foreign matter inreclaimed asphaltCopyright European Committee for Standardization Provid

2、ed by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 12697-42:2012 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 12697-42:2012.It supersedes BS EN 12697-42:2005 which is withdrawn.The UK parti

3、cipation in its preparation was entrusted to TechnicalCommittee B/510/1, Asphalt products.A list of organizations represented on this committee can beobtained on request to its secretary.This publication does not purport to include all the necessaryprovisions of a contract. Users are responsible for

4、 its correctapplication. The British Standards Institution 2013. Published by BSI StandardsLimited 2013ISBN 978 0 580 78259 6ICS 93.080.20Compliance with a British Standard cannot confer immunity fromlegal obligations.This British Standard was published under the authority of theStandards Policy and

5、 Strategy Committee on 28 February 2013.Amendments issued since publicationDate Text affectedCopyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 12697-42:2012EUROPEAN STANDARD

6、NORME EUROPENNE EUROPISCHE NORM EN 12697-42 November 2012 ICS 93.080.20 Supersedes EN 12697-42:2005English Version Bituminous mixtures - Test methods for hot mix asphalt - Part 42: Amount of foreign matter in reclaimed asphalt Mlanges bitumineux - Mthodes dessai pour mlange hydrocarbon chaud - Parti

7、e 42: Quantit de matriaux trangers prsents dans les agrgats denrobs Asphalt - Prfverfahren fr Heiasphalt - Teil 42: Fremdstoffgehalt in Ausbauasphalt This European Standard was approved by CEN on 13 October 2012. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipula

8、te the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member. This European Sta

9、ndard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the na

10、tional standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, S

11、lovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2012 CEN All rights of exploitation in any form and by any means reserve

12、d worldwide for CEN national Members. Ref. No. EN 12697-42:2012: ECopyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 12697-42:2012EN 12697-42:2012 (E) 2 Content Page Foreword

13、31 Scope 62 Normative references 63 Terms and definitions .64 Principle 75 Apparatus .76 Preparation of the sample .77 Procedure .78 Expression of results 89 Test report 810 Precision data 9Annex A (informative) Amount of foreign matter in finer fractions 10A.1 General . 10A.2 Additional definitions

14、 . 10A.3 Apparatus 10A.4 Preparation of the sample 10A.5 Procedure 11A.6 Expression of results . 11A.7 Test report . 11Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 12697

15、-42:2012EN 12697-42:2012 (E) 3 Foreword This document (EN 12697-42:2012) has been prepared by Technical Committee CEN/TC 227 “Road materials”, the secretariat of which is held by DIN. This European Standard shall be given the status of a national standard, either by publication of an identical text

16、or by endorsement, at the latest by May 2013, and conflicting national standards shall be withdrawn at the latest by May 2013. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for id

17、entifying any or all such patent rights. This document supersedes EN 12697-42:2005. Compared with EN 12697-42:2005, the following significant changes have been made: definition of coarse foreign matter includes 8 mm minimum size; solvent for hydrocarbons made less specific; classifications for mater

18、ial brought directly into line with those in EN 13108-8; source of reclaimed asphalt to be reported clarified; annex for analysis of finer material added. WARNING The methods described in this European Standard require the use of solvents that are hazardous to health and are subject to occupational

19、exposure limits as described in relevant legislation and regulations. Exposure levels are related to both handling procedures and ventilation provision and it is emphasised that adequate training should be given to staff employed in the usage of these substances. EN 12697, Bituminous mixtures Test m

20、ethods for hot mix asphalt contains the following parts: Part 1: Soluble binder content Part 2: Determination of particle size distribution Part 3: Bitumen recovery: Rotary evaporator Part 4: Bitumen recovery: Fractionating column Part 5: Determination of the maximum density Part 6: Determination of

21、 bulk density of bituminous specimens Part 7: Determination of bulk density of bituminous specimens by gamma rays Part 8: Determination of void characteristics of bituminous specimens Part 9: Determination of the reference density Part 10: Compactability Copyright European Committee for Standardizat

22、ion Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 12697-42:2012EN 12697-42:2012 (E) 4 Part 11: Determination of the affinity between aggregate and bitumen Part 12: Determination of the water sensitivity of bituminous sp

23、ecimens Part 13: Temperature measurement Part 14: Water content Part 15: Determination of the segregation sensitivity Part 16: Abrasion by studded tyres Part 17: Particle loss of porous asphalt specimen Part 18: Binder drainage Part 19: Permeability of specimen Part 20: Indentation using cube or cyl

24、indrical specimens (CY) Part 21: Indentation using plate specimens Part 22: Wheel tracking Part 23: Determination of the indirect tensile strength of bituminous specimens Part 24: Resistance to fatigue Part 25: Cyclic compression test Part 26: Stiffness Part 27: Sampling Part 28: Preparation of samp

25、les for determining binder content, water content and grading Part 29: Determination of the dimensions of a bituminous specimen Part 30: Specimen preparation by impact compactor Part 31: Specimen preparation by gyratory compactor Part 32: Laboratory compaction of bituminous mixtures by a vibratory c

26、ompactor Part 33: Specimen prepared by roller compactor Part 34: Marshall test Part 35: Laboratory mixing Part 36: Determination of the thickness of a bituminous pavement Part 37: Hot sand test for the adhesivity of binder on precoated chippings for HRA Part 38: Common equipment and calibration Copy

27、right European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 12697-42:2012EN 12697-42:2012 (E) 5 Part 39: Binder content by ignition Part 40: In situ drainability Part 41: Resistance to de-

28、icing fluids Part 42: Amount of coarse foreign matter in reclaimed asphalt (the present document) Part 43: Resistance to fuel. Part 44: Crack propagation by semi-circular bending test Part 45: Saturation ageing tensile stiffness (SATS) conditioning test Part 46: Low temperature cracking and properti

29、es by uniaxial tension tests Part 47: Determination of the ash content of natural asphalts Part 48: Interlayer bonding Torque bond test (TBT), Shear bond test (SBT), Tensile Adhesion Test (TAT)1) Part 49: Determination of friction after polishing1) Part 50: Resistance to scuffing 1)According to the

30、CEN/CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hun

31、gary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. 1) In preparation. Copyright European Committee for Standardization Provided by IHS under license with C

32、ENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 12697-42:2012EN 12697-42:2012 (E) 6 1 Scope This European Standard specifies a visual method of determining the amount and components of coarse foreign matter in reclaimed asphalt. A method for determining the

33、 amount and components of finer foreign matter in reclaimed asphalt is given in Annex A. This method does not completely categorise the foreign matter that can occur in asphalt. NOTE 1 For the use of reclaimed asphalt in asphalt mixtures, it is important to know the components in the reclaimed aspha

34、lt and to what extent coarse foreign matter is present that can influence the properties of the asphalt mix. NOTE 2 The method is not intended to categorise all foreign materials but rather to ensure that the amount of coarse foreign materials are minimised. 2 Normative references The following docu

35、ments, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 932-1:1996, Test for g

36、eneral properties of aggregates Part 1: Methods for sampling EN 933-2, Test for geometrical properties of aggregates Part 2: Determination of particle size distribution Test sieves, nominal size of apertures EN 12697-27, Bituminous mixtures Test methods for hot mix asphalt Part 27: Sampling 3 Terms

37、and definitions For the purposes of this document, the terms and definitions given in EN 932-1:1996 and the following apply. 3.1 reclaimed asphalt asphalt made reusable by milling of asphalt road layers, by crushing of lumps torn up from asphalt pavements and asphalt from surplus production 3.2 coar

38、se foreign matter matter that is greater in size than 8 mm in reclaimed asphalt not derived from asphalt pavements or surplus production, and cold asphalt produced with cut-back bitumen 3.3 primary source quarry or pit from which aggregate has traditionally been used successfully in the manufacture

39、of one or more types of asphalt 3.4 secondary source quarry, pit or other source from which aggregate has not traditionally been used successfully in the manufacture of any type of asphalt Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reprodu

40、ction or networking permitted without license from IHS-,-,-BS EN 12697-42:2012EN 12697-42:2012 (E) 7 4 Principle The test methodology for determining the amount and components of coarse foreign matter in reclaimed asphalt consists of the visual inspection and determination of the composition of two

41、sub-samples, taken from a representative sample of reclaimed asphalt. NOTE An optional method for determining the amount and components of finer foreign matter in reclaimed asphalt is given in Annex A. 5 Apparatus 5.1 Sieve, with a nominal aperture size of 8 mm, conforming to EN 933-2. 5.2 Balance t

42、o weight to 1 g. 5.3 Sampling divider, conforming to either EN 932-1 or EN 12697-27. 5.4 Hydrochloric acid, 1 mol/l. 5.5 Solvent for hydrocarbons. 5.6 Water. 6 Preparation of the sample 6.1 The reclaimed asphalt on the feedstock shall be visually inspected for the presence of coarse foreign material

43、s. When coarse foreign matter is present, take a representative sample of reclaimed asphalt from the feedstock. The sample shall be at least 20 kg. 6.2 Sieve the sample using the sieve described in 5.1. Take the portion of the sample remaining in the sieve and divide it into two sub-samples by means

44、 of the sampling divider. NOTE The composition of the fraction of the sample remaining in the sieve is taken to be representative of the composition of the total amount of reclaimed asphalt from which the sample was taken. 7 Procedure 7.1 The two sub-samples shall be visually inspected for the prese

45、nce of coarse foreign matter and the composition of each sub-sample shall be established as specified in 7.2. Each sub-sample shall be visually inspected and its composition determined and the two analyses shall be independent of each other. NOTE 1 Cold asphalt produced with cut-back bitumen may be

46、hard to distinguish from “asphalt“. However, in that case, the cold asphalt may be considered as “asphalt”: any cut-back in the reclaimed asphalt will affect binder. Distinction is favourable as the presence of flux may influence the final binder properties to an unwanted level or may lead to safety

47、 risks during the production of recycling asphalt. NOTE 2 Because of the strong influence of the analyst on the test result executing the test twice by two independent analyses is required. 7.2 Each sub-sample shall be sorted into: a) natural aggregate and material derived from asphalt; b) group 1 m

48、aterials such as: Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 12697-42:2012EN 12697-42:2012 (E) 8 1) cement concrete, including cement concrete products; 2) bricks; 3) sub base materials (excluding natural aggregate); 4) cement mortar; 5) metal. c) group 2 materials such as: 1) synthetic materials; 2) wood; 3) pl